港工技术
港工技術
항공기술
PORT ENGINEERING TECHNOLOGY
2009年
z1期
15-16
,共2页
超固结土%直接剪切试验%承载力
超固結土%直接剪切試驗%承載力
초고결토%직접전절시험%승재력
over-consolidatied soil%direct shear test%bearing capacity
土工室内试验时,由于超固结土在不同垂直压力下直接剪切试验结果差异较大,因此,试验结果,会对计算地基承载力造成较大影响.结合辽宁某地区的超固结土的性质,探讨超固结土在不同垂直压力下直接剪切试验结果的差异.
土工室內試驗時,由于超固結土在不同垂直壓力下直接剪切試驗結果差異較大,因此,試驗結果,會對計算地基承載力造成較大影響.結閤遼寧某地區的超固結土的性質,探討超固結土在不同垂直壓力下直接剪切試驗結果的差異.
토공실내시험시,유우초고결토재불동수직압력하직접전절시험결과차이교대,인차,시험결과,회대계산지기승재력조성교대영향.결합료녕모지구적초고결토적성질,탐토초고결토재불동수직압력하직접전절시험결과적차이.
The results of direct shear test of over-consolidatied soil under different vertical loads are considerably different,causing a great affect on calculating foundation bearing capacity. On the badis of the properties of over-consolidated soil in an area of Liaoning Province,the differences of direct shear test on over-consolidated soil under different vertical loads are discussed.
